Grey theory forecast the flexibility of long cantilever box girder under the actions of temperature;
长悬臂箱梁在温度作用下挠度的灰色理论预测
Analysis of flexibility and sectional stress on steel-concrete folding girder;
钢—混凝土叠合梁挠度及截面应力分析
The finite element analysis of flexibility calculation for reinforced concrete beam reinforced by carbon fibre cloth;
碳纤维布加固钢筋混凝土梁挠度计算的有限元分析
Study on deflection of high precision rotating center with heavy-duty based on finite element;
基于有限元法的高精度重型回转顶尖挠度的研究
Recurrence of the deflection of metal bar by means of holography;
金属梁挠度的激光全息再现
A Method for Calculating the Amount of Tube Deflection in the Process of Straightening;
棒材弹塑性反弯矫直过程中的挠度计算
Researching the contribution of coefficient to flexivity;
徐变系数对挠度的影响分析研究
Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.
通过对牵引链的挠度和链曲线长的计算,确定链传动需要调整的适当时期。
This paper expounds the components and working principles of the beam for military purpose, introduces the calculation of the flexivity generated by the construction load, and probes into the application and promotion of the technology of the military beam.
简述了军用梁的组成及工作原理,介绍了施工荷载产生的挠度计算,探讨了军用梁技术的推广和应用。
Development and Research Work of the Steel-Concrete Composite Beams Deformation;
钢-混凝土组合梁挠度研究发展概述
Study on Deformation of Continuous Prestressed Steel-concrete Composite Beams;
预应力钢-混凝土连续组合梁的挠度研究
Measuring of Nanzhao Bridge Deformation in National Highway 105 with Total Station;
105国道南照大桥全站仪挠度观测
The stresses, deflections and shears on studs of a continuous composite girder with three-span in the action o.
以京沪高速铁路三跨钢 混凝土连续结合梁为例,计算了在存在温度梯度、温差和骤然降温时的应力、挠度及剪力钉的受力情况。
Experimental results indicate that the cracks weaken the strength of slabs considerably, lower their stiffness and induce the deflections of slabs beyond limit.
试验结果表明,支座边的裂缝严重削弱了板的承载力,降低了楼板的刚度,导致楼板的挠度过大。
Experimental results indicate that the cracks weaken the strength of slabs, lower their stiffness, and induce the deflections of slabs beyond limit.
试验结果表明,支座边的裂缝严重削弱了板的承载力,降低楼板的刚度,导致楼板的挠度过大。